为了改善传统Relief算法适应性和鲁棒性差的缺陷,融合间距最大化、信息熵和分类局部一致性,构造了新的间距最大化目标函数,并进一步对目标函数进行优化,得到一些新的理论结果。在此基础上提出了新的基于两类数据的Relief特征加权算法LIE...为了改善传统Relief算法适应性和鲁棒性差的缺陷,融合间距最大化、信息熵和分类局部一致性,构造了新的间距最大化目标函数,并进一步对目标函数进行优化,得到一些新的理论结果。在此基础上提出了新的基于两类数据的Relief特征加权算法LIE-Relief-T(Local consistency information entropy Relief algorithm based twoclass data),并将其扩展到多类数据的特征加权算法LIE-Relief-MLocal consistency information entropy Relief algorithm based multi-class data)。利用UCI和基因表达数据集进行实验验证,结果表明该新的Relief特征加权算法分类错误率较低,对噪声和野点表现出了更好的适应性和鲁棒性。展开更多
The measurement of surface stresses in surrounding rocks with the use of a relief method of annular hole-drilling was studied by numerical analysis. The stress relief process by hole-drilling was then simulated with t...The measurement of surface stresses in surrounding rocks with the use of a relief method of annular hole-drilling was studied by numerical analysis. The stress relief process by hole-drilling was then simulated with the use of finite element method. The influences of the borehole diameter(d), the initial stresses and the ratio of the initial principle stresses on the variations of the remained stress and the released stress in function of the relief depth(h) were discussed. The relation between the non-dimensional ratio of the released principle strains and that of the initial principle stresses, and the effect of the elastic modulus and the Poisson ratio of the rock mass on the stress relief curves were studied. The results show that the stress relief behavior formulated with the non-dimensional ratio of the released stress and the ratio of h/d is only sensitive to the ratio of the initial principle stresses and the Poisson ratio. The stresses are completely released when h equals 1.6d, and the tensile stresses take place on the bore core surface in the relief measurement process. Finally, a non-complete relief method of annular hole-drilling for measuring surface stress in surrounding rocks is proposed and the procedure is presented.展开更多
文摘为了改善传统Relief算法适应性和鲁棒性差的缺陷,融合间距最大化、信息熵和分类局部一致性,构造了新的间距最大化目标函数,并进一步对目标函数进行优化,得到一些新的理论结果。在此基础上提出了新的基于两类数据的Relief特征加权算法LIE-Relief-T(Local consistency information entropy Relief algorithm based twoclass data),并将其扩展到多类数据的特征加权算法LIE-Relief-MLocal consistency information entropy Relief algorithm based multi-class data)。利用UCI和基因表达数据集进行实验验证,结果表明该新的Relief特征加权算法分类错误率较低,对噪声和野点表现出了更好的适应性和鲁棒性。
基金Projects(2013BAB02B01,2013BAB02B03)supported by the National Key Technology R&D Program of ChinaProject(N120801002)supported by the Fundamental Research Funds for the Central Universities of ChinaProject(N20130042110010)supported by the Specialized Research Fund for the Doctoral Program of Higher Education,China
文摘The measurement of surface stresses in surrounding rocks with the use of a relief method of annular hole-drilling was studied by numerical analysis. The stress relief process by hole-drilling was then simulated with the use of finite element method. The influences of the borehole diameter(d), the initial stresses and the ratio of the initial principle stresses on the variations of the remained stress and the released stress in function of the relief depth(h) were discussed. The relation between the non-dimensional ratio of the released principle strains and that of the initial principle stresses, and the effect of the elastic modulus and the Poisson ratio of the rock mass on the stress relief curves were studied. The results show that the stress relief behavior formulated with the non-dimensional ratio of the released stress and the ratio of h/d is only sensitive to the ratio of the initial principle stresses and the Poisson ratio. The stresses are completely released when h equals 1.6d, and the tensile stresses take place on the bore core surface in the relief measurement process. Finally, a non-complete relief method of annular hole-drilling for measuring surface stress in surrounding rocks is proposed and the procedure is presented.
